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Kennedy/Jenks Consultants Table 1: Moisture Recorded in Soil Boring Logs Depth Interval From To Moisture Monitoring Well [ft bgs]I'I [feet bgs] USCSI°I Soil Type [from soil boring logs] MW-18 0.0 15.0 CL Moist 15.0 54.5 ML Moist 54.5 70.0 SM Wet 70.0 80.0 ML Moist 80.0 81.0 GC Wet 81.0 90.0 ML Moist 90.0 93.5 SC Wet 93.5 98.5 SM Wet 98.5 101.5 SW Wet MW-19 0.0 5.0 CL Damp 11.0 35.0 MHO) Damp 35.0 40.0 SM Damp 40.0 45.0 MH Damp 60.0 61.0 SP Dry to Damp 61.0 65.0 SW Dry to Damp 65.0 70.0 ML Dry to Damp 70.0 74.0 SP Damp to Moist 74.0 75.0 CL Damp 76.0 76.5 CL Damp MW-20 55.0 56.0 SM Dry to Damp 59.0 76.5 CL Damp MW-21 6.0 10.5 SP Moist to Damp 15.0 15.5 SW Dry to Damp 15.5 16.0 SM/ML Moist to Damp 16.0 19.0 SM/ML Damp 19.0 21.0 SW Damp to DRY 21.0 25.0 CL Dry to Damp 25.0 26.5 SW Damp 28.0 29.0 SC Damp 41.0 45.0 CH(n Dry to Damp 56.0 65.0 SC Damp 65.0 76.0 CH Damp MW-22 5.0 9.0 MH Damp to Moist 11.0 21.0 ML Damp 30.0 31.0 CL Damp 35.0 40.0 CL Damp 40.0 50.0 ML Damp 50.0 55.5 SM Dry to Moist 55.5 59.0 GM 59.0 66.0 CL Damp 81.0 91.5 ML Damp to Moist 91.5 100.5 CL Damp 100.5 110.0 CL Saturated 110.0 111.5 CL Saturated to Moist W-2 29.0 307 CL Saturated Notes, (a)ft bgs=feet below ground surface (b)USCS=Unified Soil Classication System (c)ML=Inorganic sifts,very fine sands,rock flour,alley or clayey fine sands (d)SM=Silty sands,sand-silt mixtures (e)SC=Clayey sands,sand-clay mixtures (f)SP=Poorly graded sands and gravely sands,little or no fines (g)SW=Well-graded sands and gravelly sands,little or no fines (h)CL=Inorganic clays of low to medium placsticity,gravelly/sandy/silty/lean clays (i)GM=Silty gravels,gravel-sand-sill mixtures 0)MH=Inorganic silts,micaceous or diatomaceous fine sands or silts,elastic silts (k)CH=Inorganic clays or high plasticity,fat clays Work Plan for Improved Detection Monitoring Program Musoo Family Olive Company,Tracy,California Page 2 of 2